Home > Engineering > Civil Engineering > Volume-4 > Issue-6 > Stabilization of Clayey Soil by using Quarry Dust Particles

Stabilization of Clayey Soil by using Quarry Dust Particles

Call for Papers

Volume-8 | Issue-6

Last date : 27-Dec-2024

Best International Journal
Open Access | Peer Reviewed | Best International Journal | Indexing & IF | 24*7 Support | Dedicated Qualified Team | Rapid Publication Process | International Editor, Reviewer Board | Attractive User Interface with Easy Navigation

Journal Type : Open Access

First Update : Within 7 Days after submittion

Submit Paper Online

For Author

Research Area


Stabilization of Clayey Soil by using Quarry Dust Particles


Gandham Rajesh | P. Hanuma



Gandham Rajesh | P. Hanuma "Stabilization of Clayey Soil by using Quarry Dust Particles" Published in International Journal of Trend in Scientific Research and Development (ijtsrd), ISSN: 2456-6470, Volume-4 | Issue-6, October 2020, pp.653-657, URL: https://www.ijtsrd.com/papers/ijtsrd33472.pdf

The Stabilization of soil is important in construction of foundations and highways as it improves the Engineering properties of soil like Compressibility, Permeability and Shear Strength. In this paper the experimental results obtained in the laboratory on expansive soil treated with low cost material (quarry dust) are presented. A study is carried out to check the improvements in the properties of expansive soil with addition of quarry dust in different percentages. The test results for as Atterberg’s limit, compaction characteristics, differential Free Swelling Index, Unconfined Compressive Strength obtained from the tests on expansive clays mixed with different proportions of quarry dust as an admixture are presented and discussed in this paper. It is observed that the stabilized clay has reduced the Swelling and increased the maximum dry density. In present study, the soil samples prepared with addition of ceramic waste by 5%, 10%,15%,20% and 25% Quarry Dust At those OMC, several tests like CBR, UCS, Consolidations tests were conducted. CBR test was carried in both un soaked and soaked conditions variation of ceramic waste has been used to modify their engineering properties and index properties of a black cotton soil.

-


IJTSRD33472
Volume-4 | Issue-6, October 2020
653-657
IJTSRD | www.ijtsrd.com | E-ISSN 2456-6470
Copyright © 2019 by author(s) and International Journal of Trend in Scientific Research and Development Journal. This is an Open Access article distributed under the terms of the Creative Commons Attribution License (CC BY 4.0) (http://creativecommons.org/licenses/by/4.0)

International Journal of Trend in Scientific Research and Development - IJTSRD having online ISSN 2456-6470. IJTSRD is a leading Open Access, Peer-Reviewed International Journal which provides rapid publication of your research articles and aims to promote the theory and practice along with knowledge sharing between researchers, developers, engineers, students, and practitioners working in and around the world in many areas like Sciences, Technology, Innovation, Engineering, Agriculture, Management and many more and it is recommended by all Universities, review articles and short communications in all subjects. IJTSRD running an International Journal who are proving quality publication of peer reviewed and refereed international journals from diverse fields that emphasizes new research, development and their applications. IJTSRD provides an online access to exchange your research work, technical notes & surveying results among professionals throughout the world in e-journals. IJTSRD is a fastest growing and dynamic professional organization. The aim of this organization is to provide access not only to world class research resources, but through its professionals aim to bring in a significant transformation in the real of open access journals and online publishing.

Thomson Reuters
Google Scholer
Academia.edu

ResearchBib
Scribd.com
archive

PdfSR
issuu
Slideshare

WorldJournalAlerts
Twitter
Linkedin